GENERALIZED COULOMB'S CRITERION FOR 3-DIMENSIONAL STRESS CONDITIONS
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概要
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The Coulomb's Failure Criterion for materials is commonly and implicitly applied to the stress components on failure plane. In this paper, it was attempted to apply the Coulomb's Criterion not only to the failure plane but also to general planes which have various directions relative to the principal stress components at failure conditions, and it was shown that the previously proposed well-known criteria for materials could be expressed by an unified simple equation. This fact indicates that the direction of the plane for the Coulomb's Criterion is a material property as well as the friction ratio and cohesion. The revised Coulomb's Criterion was applied to simulate test results, and it was shown that the model could reproduce the test data fittingly.
- 社団法人地盤工学会の論文
著者
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Yoshimine Mitsutoshi
Department Of Civil Engineering Tokyo Metropolitan University
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Yoshimine Mitsutoshi
Department Of Civil Engineering The University Of Tokyo
関連論文
- 地震時の液状化に伴う砂地盤の沈下量予測(『土質工学会論文報告集』Vol.32,No.1 (1992年3月発行)掲載論文の概要)
- 液状化時の砂の流動ポテンシャル(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
- 主応力の方向と中間主応力の大きさが砂の非排水せん断挙動に与える影響(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
- FLOW POTENTIAL OF SAND DURING LIQUEFACTION
- EFFECTS OF PRINCIPAL STRESS DIRECTION AND INTERMEDIATE PRINCIPAL STRESS ON UNDRAINED SHEAR BEHAVIOR OF SAND
- GENERALIZED COULOMB'S CRITERION FOR 3-DIMENSIONAL STRESS CONDITIONS